Loading...
HomeMy WebLinkAboutEngineered Plans - 1995r' POCKETS OF WATER IN SWAMP FOUND AT ELEVATION ZERO. ca to °° e �'N of x 0.0 0l vS�R v� YgRI�oU d x 0.1 PON LAND 7 T.:, iJ ----- .---sem -- ----- 1 6 `` 8 _ x� LOT 8 x ,2 0- REPLUMB SEWER LINE TO EXIT HOUSE IN - -. FRONT, AS SHOWN. CENTER OF PROPOSED 14.1 T-CECk T•3 SEWER PIPE TO BE 5'-10"" BELOW TOP OF i x 13.4 BLOCK FOUNDATION. (5'-2" BELOW TOP OF �. POURED CONCRETE FOUNDATION.) 14 ' 3 DE5 K INSTALL H-10 1500 GALLON SEPTIC TANK, / INSTALL D -BOX. x 15.7 N o- x PROPOSED 5' ALL AROUND REMOVAL 2 _ ENING HOUSE DOWN TO (SHADED AREA). SAND ELEV. 8.4t /a 1 __4 rOF� 6 g ALL LOTS WITHIN 100 FEET OF PROPOSED SEPTIC . SYSTEM ARE ON TOWN WATER. PUMP AND FILL EXISTING CESSPOOLS x 0.2 8 �'7 x 8.0 5 814 \ 9.1 4 x 4 x 1.5 / '.2 .7 x 3.9 4 O 0 00 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 9� -�G`ONPL 1. LEACHING PROPOSED 5' OFF PROPERTY R LINE. VARY 310 CMR 15,211 (1) BY 5'. 2. NO RESERVE ,AREA SHOWN. VARY 310 CMR 151.2481.- 3. PROPOSED LEACHING 76'- FROM EDGE OF LOCATION WETLAND. VARY 310 CMR 15.211 (1) BY 24'. NOTES NOT TO SCALE Z 0 y o� 0 �o 1. LOCUS. IS A.M. 70, PARCEL N9. 2. ELEVATIONS SHOWN ARE ASSIGNED. - - 3. LOCUS IS IN FLOOD ZONE C ON FLOOD INSURANCE RATE MAP DATED JUNE 17, 1986. 9.2 / CON LOT 9 x 4.7 SLA BREAKOUT NOTES _ __ __. 7 g x 5 p PROPOSED GRADES SHOWN MEET BREAKOUT GUIDELINES OF A 15' DISTANCE 14' BENCH MARK-- TOP OF CONC. 16 2 x J STOOP = 16.47 ASSIGNED Cp ✓ N - - - x 18. x 1 x-•20.2 _ :'�•� f.:;;<>::: .;,; : 2 �'�• 18 1 1TO THE SURFACE OF THE GROUND @ TOP PEASTONE ELEVATION OF 10.2. _ 0 OSED 18" HIGH X 25' PROPOSED SLOPES SHOWN ARE AT A 31 SLOPE. 6;JOD LANDSCAPE TIE 3 `y. i ^co RETAI ENG WALL. 1114 \ ►� NINSPECTION SCHEDULE BY R J CADILLAC 1 •5 rxco 4.7 1. CALL FOR INSPECTION AFTER 5' REMOVAL, PRIOR TO PLACEMENT x 5.2 OF FILL MATERIAL. 1 ` f 2. CALL FOR INSPECTION PRIOR TO BACKFILL. 1.6 (""1 / 17. 0 � L son N... 6 �. ` 74-,5;,10,,. x x -_j 9.0 N 13.5 W �t- BENCH MARK-- TOP OF NAIL IN GUTTER = 20.00 ASSIGNED ` WATER MAIN PLOTTED FROM TIE CARD 6.8 THIS PLAN IS A VALID COPY ONLY IF IT BEARS 5.4 AN ORIGINAL RED ST MP AND SIGNATURE. ��< \ HB 2 x 9.3 447 7.6 x 5.9 x 8.4\\ �30�� % ���,ono suR�`°P X9.7 �' 1 Al2.2 r 1 x 9.8 6.3 a x 7.9 SI TE PLAN x 7.2 8.2 FOR R INSTALL 40' X 11'-9" X 40'-2" X 8'-4" X 2' DEEP LEACH AREA USING 4 RECHARGER 330'S WITH 4' OF STONE ON THE ENDS, 3' OF STONE ON SIDE BY HOUSE AND FROM 1'-4" OF STONE TO 4' OF STONE ON SIDE BY STREET, AS SHOWN. DEIRDRE M. KELLEY LOT 9, 24 IDLEWOOD DRIVE, S. YARMOUTH, MA JUNE 19, 1995 SCALE: 1"-20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 I ' WEST YARMOUTH, MA 02673 DATE (508) 775-9700 O"V� C-� d - PAGE 1 OF 2 (OVER) LEGEND HB 1 HAND BORING LOCATION, NUMBER W WATER LINE MARKINGS G GAS LINE MARKINGS E OVERHEAD ELECTRIC WIRES x 13.9 EXISTING ELEVATIONS ('X' MARKS POINT) - 12 ---- EXISTING CONTOUR ,.._.. $--- PROPOSED CONTOUR UTILITY POLE 6.8 THIS PLAN IS A VALID COPY ONLY IF IT BEARS 5.4 AN ORIGINAL RED ST MP AND SIGNATURE. ��< \ HB 2 x 9.3 447 7.6 x 5.9 x 8.4\\ �30�� % ���,ono suR�`°P X9.7 �' 1 Al2.2 r 1 x 9.8 6.3 a x 7.9 SI TE PLAN x 7.2 8.2 FOR R INSTALL 40' X 11'-9" X 40'-2" X 8'-4" X 2' DEEP LEACH AREA USING 4 RECHARGER 330'S WITH 4' OF STONE ON THE ENDS, 3' OF STONE ON SIDE BY HOUSE AND FROM 1'-4" OF STONE TO 4' OF STONE ON SIDE BY STREET, AS SHOWN. DEIRDRE M. KELLEY LOT 9, 24 IDLEWOOD DRIVE, S. YARMOUTH, MA JUNE 19, 1995 SCALE: 1"-20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 I ' WEST YARMOUTH, MA 02673 DATE (508) 775-9700 O"V� C-� d - PAGE 1 OF 2 (OVER) W U) 0 top foundation = 16.4 © front of house SYSTEM PROFILE NOT TO SCALE DIMENSIONS HOLD 1500 GALLON H-10 SEPTIC TANK -BOX 2 RECHARGER 330'S PER RDW [2 ROWS PER TRENCH] SEE SITE PLAN FOR EXISTING & PROPOSED GRADES " p 12' MAX. PROVIDE 6" MIN. t USE 2 MIN. OF DOUBLE WASHED 1/0 4" sch 40 pvc TO 1/2" PEASTONE ON TOP. 4" sch 40 pvc TOPSOIL USE CLEAN DOUBLE WASHED 3/4" TO 1 1/2" STONE. TOP OF PEASTONE = 10.2 3„ 6» S=3/8'X ft 2„ 9 OF COVER >J 2.54' 4" sch 40 pvc S=1./2" ft. 10 14" _ o- .,.,�.,r;....y:. JINVERT 9.70 4' 0" 5 8 - � • ��� EFFECTIVE DEPTH = 24"--`"`"®` � native ` soil - \7.7 bottom T TUSE 4' STQ E :ON OUTSIDE ENDS & 3' 4.0' INVERT 10.79 INVERT 10.39 INVERT 9.87 INVERT 9.70 STONE ON HOUSE SIDE, & V-4" TO 4' S 4, INVERT 10.14 STONE ON STREET SIDE FOR A 40' X :;�<:;y. ;p<._a' 8'-4" X 40'-2" X 11'-9» X .2' DEEP bottom of HB 1 = 3.7 -6 221 .( LEACH AREA. native soil Stone [310CMR 152)] amerced water HB 2 2.3 10' 10'. 6" 9' 2' 0' 13'-8" LEVEL [EACH ROW] LEVEL SOIL EVALUATION LOG TEST DATE: June 9, 1995 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: ✓ Amy L. Von Hone, RS PERC RATE: < 2 min./in. (C3 & C4 layers) _ - SOIL -SURVE-Y:- - ---------1-993;--Scale-1:25,000 FILL MATERIAL TO BE CLEAN GRANDULAR HB 1-CdC-Carver coarse sand __SAND_ MEETING_SPECIFICALO-NS 0f-3-1_OCMR Excessively drained, poor filter 15.255(3). HB 2 -Fs -Swansea muck ALL CONSTRUCTION TO MEET STATE Very poorly drained, wetness GEOLOGIC MAP: 1986, Scale -1:100,000 BOARD OF HEALTH REGULATIONS. Harwich outwash plain deposit FIRM: Flood Zone C WATER LEVEL (USGS): May, Below normal HIGH WATER TABLE: HB 1 -No water encountered, no mottles in `��iscEP SgN)TAP�P+ top 5', no adjustment. HB 2- damp layer. PERVIOUS MATERIAL: HB 1 -Layers C2 & C3,. 4.7' -naturally occurring SOIL EV ATOR DATE DESIGN DATA BEDROOMS: Z4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD SEPTIC TANK SIZE:. 1500 gal provided BOTTOM LEACHING AREA: 401.6 SF [11.75 + 8.33']/2 X 40' SIDE LEACHING AREA: 200.5 SF [40' + 8.33 + 11.75' + 40.17] X 2' DEEP DESIGN CAPACITY: 445 GPD [(401.6 SF + 200.5 SF) X .74 GPD/SF] HAND BORING 2 DEPTH (inches) ELEV.(feet) 0 24" 51„ 62" M. Fill A layer B layer 10yr 4/4 sandy loam C2 layer 10yr 3/1 sandy loam C2 layer 10yr 3/1 sandy loam 9 0"1 1 0.0 HAND BORING 1 DEPTH (inches) ELEV.(feet) 0 4" 9" 12" 2.3__ .�erced waster Dam layer 1.8 28" 52" 84" 90" 140" Al layer Fill- med. sand A2 layer S layer 10yr 5/6 sandy loam C1 layer 2.5y 7/8 med. sand C2 layer 2.5 5/6 silt loam w)bands -sandy loam C3 layer 2.5y 6/6 coarse sand C4 layer 2.5y 7/4 coarse sand no water encountered E:01! 3.7 CONSTRUCTION NOTES PER 310 CMR 15.021 (3) R.J, CADILLAC MUST :INSPECT SYSTEM PRIOR TO BACKFILL. 5' ALL AROUND AND REMOVAL DOWN TO SAND, 0 EL. 8.4 FILL MATERIAL TO BE CLEAN GRANDULAR __SAND_ MEETING_SPECIFICALO-NS 0f-3-1_OCMR - __ 15.255(3). THIS PLAN IS VALID ONLY IF IT BEARS AN ALL CONSTRUCTION TO MEET STATE ORIGINAL RED STAMP AND SIGNATURE. SANITARY CODE AND TOWN OF YARMOUTH OF MAg BOARD OF HEALTH REGULATIONS. .�� � N s. IF UNSUITABLE SOILS, OR SOILS DIF- N FERING FROM THE SOIL LOG ARE FOUND, v ,� # 1 �� CONTACT THE BOARD OF :HEALTH AND `��iscEP SgN)TAP�P+ R. J. CADILLAC. ot 2.15 �uS BUILD UP COVEF@ TO WITHIN ` j ONE FOOT OF FINAL GRADE, q � l AND MORTOR IN PLACE. �of S - DETAIL SHEET FOR DEIRDRE M. KELLEY AT LOT 91 24 IDLEWOOD DRIVE, S.YARMOUTH, MA JUNE 19, 1995 SCALE: AS SHOWN RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258, WEST YARMOUTH, MA 02673 (508) 775-9700 SHEET 2 OF 2